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Eligibility, documents, scope, Go/No-Go checksEligibility, required documents, scope of work and Go/No-Go checks for this tender, in one click.
Tender Value
₹6.5 Cr
EMD Value
₹13.0 L
Closing Date
21 Oct 2026, 5:00 pm
Eligibility, documents, scope, Go/No-Go checksEligibility, required documents, scope of work and Go/No-Go checks for this tender, in one click.
SM_TENDER CELL
GNIDA OFFICE
Resurfacing of 30m and 24m wide road in Sector Ecotech-10 (Part-B), Greater Noida.
2026_GNIDA_1192803_24
SM/(E-TENDER CELL)/2026/817 DATED-30.09.2026
Open Tender
Civil Works
Percentage
120 days
GREATER NOIDA
REFER TENDER DOCUMENT
5 documents required · 5 mandatory
₹6,770
₹13.0 L
7 Oct 2026
7 Oct 2026
23 Oct 2026
7 Oct 2026
21 Oct 2026
7 Oct 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineerin- charge. : All kinds of soil (DSR-2023/2.6.1) | 2,229.6 | Cum | 141.4 | ₹3,15,265.44 |
| 2 | Cartage of ballast, Kankar Coal, grit or sand including loading & unloading but excluding stackings on pakka roads: 4.0 Km. (SOR-25/Ch-4/4.02/232(a)/4.01) | 2,229.6 | Sqm | 127.8 | ₹2,84,942.88 |
| 3 | Granular sub-base with graded material, plant mix method
Construction of granular sub-base by providing close graded material, mixing in a mechanical mix plant at OMC, carriage of mixed material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401. MORTH/4.01/401(A) | 1,280.28 | Cum | 4,642.6 | ₹59,43,827.93 |
| 4 | Providing and applying tack coat with bitumen grade VG-10 using emulsion pressure distributor at the rate of 0.25 kg per Sqm on the prepared bituminous surface cleaned with mechnical broom. (MORTH-503(II)/502) | 66,330.6 | Sqm | 21.27 | ₹14,10,851.86 |
| 5Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @4.5 percent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRT&H specification clause No. 505 complete in all respects. | |||||
| 5.01 | 50mm compacted thickness with bitumen VG-30 [email protected] by Weight of total mix | 1,365.63 | Cum | 14,729.95 | ₹2,01,15,661.62 |
| 6Providing and laying Bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @5.40 Percent of mix and filler transporting the hot mix to work site, laying with hydrostatic paver finisher with sensor control to the required grade, level, and alignment rolling with smooth, wheeled vibratory and tandem rollers to achive the desired compaction as per MORTH specification clause No 507 complete in all respects. (MORTH/5.19/507(B)) | |||||
| 6.01 | 30mm compacted thickness with bitumen penetration of [email protected]% by weight of total mix. (MORTH-5.19/507(B)) | 33,165.3 | Sqm | 529.02 | ₹1,75,45,107.01 |
| 7 | Supply of 80mm thick ISI marked Shaped machanically compressed Interlocking concerete paver blocks, smooth high laoss finish, skid resistant; manufactured from rubber moulds through vibrocompressiojn mechanism, high pressure and control vibration machine having plan dimension 200 x (160+120mm) with minimum 5mm thick topping. The compressive strength of concerete paver block shall not be less than 30 MPa and weight 4.5kg per No. confirming to IS: 15658-2006. : Gray Base (SOR-2025/ChNo-2/5(a)) | 1,62,575 | Nos | 25.4 | ₹41,29,405 |
| 8 | Laying of Interlocking Tiles of 60/80/100 mm thick including levelling and dressing of surface up to required level and slopes over 30 mm thick bed and filling joints with fine sand including cost of fine sand, labour, T&P etc complete But excluding cost of Tile as directed by Engineer in charge. (SOR-2025/Ch No-5/5.07) | 4,645 | Sqm | 125 | ₹5,80,625 |
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details.html
html • 0.03 MB
Tendernotice_1.pdf
PDF • 6.77 MB
PreQ_Resur_Ecotech_10.pdf
Tender Documents • 0.91 MB
BOQ_2251577.xls
BOQ • 0.26 MB
8821.pdf
Additional Documents • 0.21 MB
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